Summary for Test 2022-04-20-80-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 993150 DEA: 051G9704 EFIS: 0516000008 |
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DIST-CO-RTE-PM | 05-SB-135-11.7/17.8 |
Award Date | 09/27/2021 |
Closeout Date | 03/28/2023 |
Work Description | COLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS. |
Location Description | SANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR |
QA Service Level | 1 (Verified on 08/09/2021) |
Sample Information
Sample Taken Date | 04/20/2022 | Sample Unique Key | 80 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/15/2022 |
Sample type | Acceptance | A brief description of the sample | PG64-16 |
The quantity of what the sample constitutes | 1CANS | From where was the sample collected | Job Site |
First name of sampler or witnessed by | C | Last name of sampler or witnessed by | PC |
Title of sampler | QC | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero - Benicia | Transportation Laboratory (TL) Number | 220420C |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
---|---|---|---|
Performance Grade | PG 64-16 | Lot number | 1 |
Sublot number | 1 | Asphalt Rubber Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-04-20-80
DIME Test ID: 2022-04-20-80-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D5329-16: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Test Release Date: 2022-08-19
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/18/2022
Temperature: 25 C
Final Dial reading (F1): 72 mm
Ball Penetration (P1): 5 mm
Final Dial reading (F2): 67 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F3): 71 mm
Ball Penetration (P3): 5 mm
Resilience 1: 33 %
Resilience 2: 38 %
Resilience 3: 34 %
Average Resilience: 35 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/19/2022 ✔